| Fluid-Structure Interaction During Large Amplitude Sloshing and TLD Vibration Control |
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| 作者姓名： | 郑兆昌 陈夫尧 侯之超 |
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| 作者单位： | [1]DepartmentofEngineeringMechanics,TsinghuaUniversity,Beijing100084,China [2]StateKeyLaboratoryofAutomotiveSafetyandEnergy,TsinghuaUniversity,Beijing100084,China |
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| 基金项目： | Supported by the National Key Basic Research Fund( No.G19980 2 0 316 ) ,the National Key Project onBasic Research and Applied Research ( No.PD95 2 190 4) and the National Natural ScienceFoundation of China( No.19972 0 2 9) |
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| 摘 要： | The arbitrary Lagrange-Eulerian (ALE) finite element method (FEM) was successfully used to analyze fluid-structure interaction with a free surface. The fluid was regarded as a convection dominated incompressible viscous with the viscous and the slip boundary conditions. Generalized variational principles were established for the problem with large amplitude sloshing due to the free fluid surface. The Newmark-β integration method with a predictor-corrector scheme was used to solve the nonlinear dynamic response of the coupled ALE-FEM equations. Numerical examples were given to analyze the effects of a tuned liquid damper (TLD) setting on the structure. The horizontal nonlinear displacement responses in time domain at the top of the structure and the fluid elevation histories along the wall were computed and compared with predictions of a simplified mass-spring system.
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| 关 键 词： | 流体结构相互作用 任意拉格朗日-欧拉法 有限元方法 对流 调谐液体阻尼器 非线性响应 |
Fluid-Structure Interaction During Large Amplitude Sloshing and TLD Vibration Control |
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| Abstract: | The arbitrary Lagrange-Eulerian (ALE) finite element method (FEM) was successfully used to analyze fluid-structure interaction with a free surface. The fluid was regarded as a convection dominated incompressible viscous with the viscous and the slip boundary conditions. Generalized variational principles were established for the problem with large amplitude sloshing due to the free fluid surface. The Newmark-β integration method with a predictor-corrector scheme was used to solve the nonlinear dynamic response of the coupled ALE-FEM equations. Numerical examples were given to analyze the effects of a tuned liquid damper (TLD) setting on the structure. The horizontal nonlinear displacement responses in time domain at the top of the structure and the fluid elevation histories along the wall were computed and compared with predictions of a simplified mass-spring system. |
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| Keywords: | fluid-structure interaction arbitrary Lagrange-Eulerian (ALE) convection tuned liquid damper (TLD) nonlinear response |
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